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AB pinned at A and supported by two aluminum rods (E = 10 x 103 ksi) with diameter d = 1.2 in If the rigid bar is initially v

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FBD B 4oki P final position B Aokip B 12FE E E E →TE AE Ift laft ce Acle Tc 3ft 3ft 3 A Ax AA Ay 3 it 7ft 11 2 Moment aboua) Reaction at A : Efx=0; do +TE - Tc- Ax=0 Ax = 40 - 56.629 + 12.134 A x = -4.495 kip, & Fy=0; Ay=0 b Rod EF & -50.096 ksí J

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